WO2018082238A1 - Biological filter bed used for treating wastewater - Google Patents

Biological filter bed used for treating wastewater Download PDF

Info

Publication number
WO2018082238A1
WO2018082238A1 PCT/CN2017/077053 CN2017077053W WO2018082238A1 WO 2018082238 A1 WO2018082238 A1 WO 2018082238A1 CN 2017077053 W CN2017077053 W CN 2017077053W WO 2018082238 A1 WO2018082238 A1 WO 2018082238A1
Authority
WO
WIPO (PCT)
Prior art keywords
layer
water
filter bed
biological filter
water distribution
Prior art date
Application number
PCT/CN2017/077053
Other languages
French (fr)
Chinese (zh)
Inventor
柴喜林
王世君
Original Assignee
江西盖亚环保科技有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 江西盖亚环保科技有限公司 filed Critical 江西盖亚环保科技有限公司
Publication of WO2018082238A1 publication Critical patent/WO2018082238A1/en

Links

Images

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/006Water distributors either inside a treatment tank or directing the water to several treatment tanks; Water treatment plants incorporating these distributors, with or without chemical or biological tanks
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/30Aerobic and anaerobic processes
    • C02F3/301Aerobic and anaerobic treatment in the same reactor
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/20Nature of the water, waste water, sewage or sludge to be treated from animal husbandry

Definitions

  • the invention relates to the field of ecological environmental protection technology, in particular to a biological filter bed for treating wastewater.
  • the structure of the biological filter bed is divided into a water distribution system, a matrix layer, a support layer and a water collection system from top to bottom.
  • the principle is similar to the rapid infiltration filtration in the land treatment, and can adsorb and degrade the organic matter and ammonia nitrogen and other pollutants.
  • livestock and poultry manure is rich in nitrogen, phosphorus, potassium and abundant organic matter. It also contains many volatile substances, pathogenic microorganisms, parasite eggs and heavy metals. If it is not treated, direct discharge will bring great environmental impact. The harm has brought serious economic losses to the society. Even the predicted results show that by 2020, the amount of manure generated by livestock and poultry farming in China will reach 298 million tons, and the pollution pressure on livestock and poultry breeding will increase substantially. Therefore, how to design a biological filter bed that can efficiently treat livestock and poultry breeding wastewater has become a topic of close concern for researchers in the field of ecological protection.
  • the biological filter bed for treating livestock and poultry breeding wastewater is prone to supersaturation and unreacted phenomena during the reaction process due to uneven distribution of water, etc. during actual operation.
  • the effluent quality does not meet national emission standards.
  • the object of the present invention is to provide a biological filter bed for treating wastewater, which can avoid or at least alleviate the problem that microorganisms are prone to supersaturation and unreacting during the reaction, and efficiently treat Waste water, and easy to operate, especially suitable for the treatment of livestock and poultry farming wastewater.
  • the present invention provides a biological filter bed for treating wastewater, wherein the biological filter bed includes a water layer, an aerobic layer, a facultative layer, an anaerobic layer, and a water collecting layer from top to bottom.
  • the water distribution layer is provided with a water distribution pipe dispersedly arranged in a horizontal direction, and the water distribution pipe is provided with a plurality of water distribution holes, and the plurality of water distribution holes are dispersedly arranged in a horizontal direction.
  • the water distribution pipe comprises a water distribution main pipe, and the water distribution main pipe is connected with a plurality of horizontal pipes.
  • the water distribution pipe provided in the direction interval is provided with a plurality of water distribution holes on each of the water distribution pipes.
  • the spacing between all two adjacent water distribution pipes is equal.
  • the spacing between all adjacent two water holes on each water branch pipe is equal.
  • the water distribution pipe comprises a plurality of water pipes that are bent and spaced a plurality of times.
  • the aerobic layer and the facultative layer are respectively provided with a gas distribution pipe.
  • the gas distribution pipe comprises a plurality of aeration pipes arranged in a horizontal direction, and each of the aeration pipes is provided with a plurality of spaced aeration holes.
  • a gravel layer is disposed between each adjacent two of the water distribution layer, the aerobic layer, the oxine layer, the anaerobic layer, and the water collecting layer.
  • the aerobic layer has aerobic coarse granules
  • the facultative layer has anaerobic coarse granules
  • the anaerobic layer has anaerobic fines.
  • the water distribution pipe is connected to a water pump.
  • the invention has the following advantages:
  • the biological filter bed comprises, in order from top to bottom, a water distribution layer, an aerobic layer, a facultative layer, an anaerobic layer and a water collecting layer
  • the water distribution layer is provided with a water distribution pipe dispersedly arranged in a horizontal direction.
  • the water distribution pipe is provided with a plurality of water distribution holes, and a plurality of water distribution holes are arranged in a horizontal direction, and all the distributed water distribution pipes and the water distribution holes can form a water distribution port which is evenly distributed above the aerobic layer.
  • the treated wastewater flows out of the water distribution pipe through the water distribution pipe, a relatively uniform distribution of water flow is generated, and the water flow flows through each layer under the action of gravity, thereby ensuring that the aerobic, anaerobic and anaerobic reactions of the microorganism can be fully carried out, and finally can be passed.
  • the water collecting layer collects the standard wastewater. It can be seen that the biological filter bed for treating wastewater can avoid or at least alleviate the problem that microorganisms are prone to over-saturation and unreacting during the reaction process, and efficiently treat wastewater, and is particularly suitable for treating livestock and poultry breeding wastewater.
  • the treated wastewater passes through the filter bed from top to bottom by gravity, and no other equipment is needed, so the biological filter bed is easy to operate.
  • FIG. 1 is a cross-sectional view of a biofilter bed for treating wastewater in accordance with an embodiment of the present invention.
  • FIG. 2 is a schematic view of a water distribution pipe according to a first embodiment of the present invention.
  • FIG. 3 is a schematic illustration of a water distribution conduit in accordance with a second embodiment of the present invention.
  • the present invention provides a biological filter bed for treating wastewater, wherein the biological filter bed includes a water distribution layer 1, an aerobic layer 2, a facultative oxygen layer 3, an anaerobic layer 4, and a set from top to bottom.
  • the water layer 5 and the water distribution layer 1 are provided with a water distribution pipe which is arranged in a horizontal direction, and a plurality of water distribution holes are arranged on the water distribution pipe, and a plurality of water distribution holes are arranged in a horizontal direction.
  • the water distribution pipe is usually connected to the water pump, and the waste water to be treated (for example, livestock and poultry farming wastewater) can be pumped into the water distribution layer 1 by a water pump.
  • the biological filter bed includes the water distribution layer 1, the aerobic layer 2, the oxidizing layer 3, the anaerobic layer 4, and the water collecting layer 5 in order from top to bottom, the water layer 1 is disposed in the horizontal direction.
  • the water distribution pipe is arranged in a distributed manner, and a plurality of water distribution holes are arranged on the water distribution pipe, and a plurality of water distribution holes are arranged in a horizontal direction, so that the distributed water distribution pipe and the water distribution hole can form a distribution on the aerobic layer 2 together.
  • a relatively uniform water outlet after the waste water to be treated flows out of the water distribution pipe through the water distribution pipe, a relatively uniform distribution of water flow is generated, and the water flow flows through each layer under the action of gravity, thereby ensuring microbial aerobic, anaerobic and anaerobic reactions. It can be fully carried out, and finally the standard wastewater can be collected through the water collecting pipe 10 in the water collecting layer 5.
  • the biological filter bed for treating wastewater can avoid or at least alleviate the problem that microorganisms are prone to supersaturation and unreacting during the reaction process, and efficiently treat wastewater, and is particularly suitable for treating livestock and poultry breeding wastewater, and further, processed
  • the wastewater passes through the filter bed from top to bottom by gravity, and no other equipment is required, so the biological filter bed is easy to operate.
  • the aerobic layer 2 has aerobic coarse pellets 21 (aerobic activated sludge, etc.)
  • the oxyphilic layer 3 has anaerobic coarse pellets 31 (oxygen-activated sludge, etc.)
  • the anaerobic layer 4 has anaerobic fineness. Material 41 (anaerobic activated sludge, etc.).
  • the water distribution pipe may include a water distribution main pipe 6, and the water distribution main pipe 6 is connected with a plurality of water distribution pipe pipes 7 which are arranged at intervals in the horizontal direction, and may be every 1-2
  • a water distribution pipe 7 is disposed around the meter, and a plurality of water distribution holes are provided in each of the water distribution pipes 7.
  • the water distribution conduit may include a plurality of water pipes 8 that are bent and spaced apart.
  • the distributed arrangement of the water distribution pipe of the present invention is not limited to the first and second embodiments described above, as long as the water distribution pipe can achieve a more uniform water distribution effect, regardless of the dispersion arrangement. It will fall within the scope of protection of the present invention.
  • the reaction is optimally achieved, and the aerobic layer 2 and the facultative layer 3 are provided with a gas distribution pipe, which is an aerobic layer cloth, respectively.
  • Gas pipelines and gas-conducting pipelines are provided.
  • the gas distribution pipe comprises a plurality of aeration pipes 9 arranged in a horizontal direction, and each of the aeration pipes 9 is provided with a plurality of spaced aeration holes (the aeration holes may be formed on the aeration head), specifically Ground, an aeration hole can be set every 10-30cm).
  • the spacing between all two adjacent aeration tubes 9 in the horizontal direction can be designed to be equal, and all adjacent two aeration holes on each aeration tube 9 The spacing between the two can be designed to be equal, so that a completely uniform air distribution is achieved.
  • a gravel layer is disposed between each adjacent layer of the water layer 1, the aerobic layer 2, the oxine layer 3, the anaerobic layer 4, and the water collecting layer 5 to reduce the mutual filler of the different reaction layers. interference.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

A biological filter bed used for treating wastewater. The filter bed comprises in a downward sequence a water distributing layer (1), an aerobic layer (2), a facultative anaerobic layer (3), an anaerobic layer (4), and a water collecting layer (5). The water distributing layer (1) is provided with water distributing pipes scattered in the horizontal direction. Multiple water distributing holes are provided on the water distributing pipes. The multiple water distributing holes are scattered in the horizontal direction. The biological filter bed is used for treating livestock and poultry farming wastewater.

Description

用于处理废水的生物滤床Biological filter bed for treating wastewater 技术领域Technical field
本发明涉及生态环保技术领域,具体地,涉及一种用于处理废水的生物滤床。The invention relates to the field of ecological environmental protection technology, in particular to a biological filter bed for treating wastewater.
背景技术Background technique
生物滤床的结构从上到下依次分为布水系统、基质层、承托层及出水收集系统,其原理类似于土地处理中的快速渗过滤,可以对有机物和氨氮等污染物质进行吸附降解。目前,畜禽粪便中含有丰富的氮、磷、钾和丰富的有机质,也含有很多挥发性物质、病原微生物、寄生虫卵及重金属等,若未进行处理直接排放将会给环境带来很大的危害、给社会带来了严重的经济损失,甚至有预测结果表明,到2020年,我国畜禽养殖粪污产生量将达到2.98亿吨,畜禽养殖业污染压力将大幅增加。因此,如何设计出能够高效地处理畜禽养殖废水的生物滤床,已成为生态环保领域研究人员密切关注的课题。The structure of the biological filter bed is divided into a water distribution system, a matrix layer, a support layer and a water collection system from top to bottom. The principle is similar to the rapid infiltration filtration in the land treatment, and can adsorb and degrade the organic matter and ammonia nitrogen and other pollutants. . At present, livestock and poultry manure is rich in nitrogen, phosphorus, potassium and abundant organic matter. It also contains many volatile substances, pathogenic microorganisms, parasite eggs and heavy metals. If it is not treated, direct discharge will bring great environmental impact. The harm has brought serious economic losses to the society. Even the predicted results show that by 2020, the amount of manure generated by livestock and poultry farming in China will reach 298 million tons, and the pollution pressure on livestock and poultry breeding will increase substantially. Therefore, how to design a biological filter bed that can efficiently treat livestock and poultry breeding wastewater has become a topic of close concern for researchers in the field of ecological protection.
然而,现有技术中的用于处理畜禽养殖废水的生物滤床在实际运行过程中,由于布水不均匀等原因,导致微生物在反应的过程中易出现过饱和以及未反应等现象,使得出水水质达不到国家排放标准。However, in the prior art, the biological filter bed for treating livestock and poultry breeding wastewater is prone to supersaturation and unreacted phenomena during the reaction process due to uneven distribution of water, etc. during actual operation. The effluent quality does not meet national emission standards.
发明内容Summary of the invention
本发明的目的是提供一种用于处理废水的生物滤床,该用于处理废水的生物滤床能够避免或至少缓解微生物在反应的过程中易出现过饱和以及未反应的问题、高效地处理废水,而且运行操作简单,尤其适用于处理畜禽养殖废水。The object of the present invention is to provide a biological filter bed for treating wastewater, which can avoid or at least alleviate the problem that microorganisms are prone to supersaturation and unreacting during the reaction, and efficiently treat Waste water, and easy to operate, especially suitable for the treatment of livestock and poultry farming wastewater.
为实现上述目的,本发明提供一种用于处理废水的生物滤床,其中,所述生物滤床从上至下依次包括布水层、好氧层、兼氧层、厌氧层和集水层,所述布水层设置有沿水平方向分散布置的布水管道,所述布水管道上设置有多个布水孔,多个布水孔沿水平方向分散布置。In order to achieve the above object, the present invention provides a biological filter bed for treating wastewater, wherein the biological filter bed includes a water layer, an aerobic layer, a facultative layer, an anaerobic layer, and a water collecting layer from top to bottom. The water distribution layer is provided with a water distribution pipe dispersedly arranged in a horizontal direction, and the water distribution pipe is provided with a plurality of water distribution holes, and the plurality of water distribution holes are dispersedly arranged in a horizontal direction.
优选地,所述布水管道包括布水主管,所述布水主管连接有多根沿水平 方向间隔设置的布水支管,各根布水支管上设置有多个布水孔。Preferably, the water distribution pipe comprises a water distribution main pipe, and the water distribution main pipe is connected with a plurality of horizontal pipes. The water distribution pipe provided in the direction interval is provided with a plurality of water distribution holes on each of the water distribution pipes.
优选地,所有相邻的两根所述布水支管之间的间距相等。Preferably, the spacing between all two adjacent water distribution pipes is equal.
优选地,各根布水支管上的所有相邻的两个布水孔之间的间距相等。Preferably, the spacing between all adjacent two water holes on each water branch pipe is equal.
优选地,所述布水管道包括多次弯折且间隔的水管。Preferably, the water distribution pipe comprises a plurality of water pipes that are bent and spaced a plurality of times.
优选地,所述好氧层和兼氧层分别设置有布气管道。Preferably, the aerobic layer and the facultative layer are respectively provided with a gas distribution pipe.
优选地,所述布气管道包括在水平方向上布置的多根曝气管,每一根所述曝气管上都设置有多个间隔的曝气孔。Preferably, the gas distribution pipe comprises a plurality of aeration pipes arranged in a horizontal direction, and each of the aeration pipes is provided with a plurality of spaced aeration holes.
优选地,所述布水层、好氧层、兼氧层、厌氧层和集水层中的每相邻的两层之间设置有碎石层。Preferably, a gravel layer is disposed between each adjacent two of the water distribution layer, the aerobic layer, the oxine layer, the anaerobic layer, and the water collecting layer.
优选地,所述好氧层具有好氧粗粒料,所述兼氧层具有兼氧粗粒料,所述厌氧层具有厌氧细料。Preferably, the aerobic layer has aerobic coarse granules, the facultative layer has anaerobic coarse granules, and the anaerobic layer has anaerobic fines.
优选地,所述布水管道连接于水泵。Preferably, the water distribution pipe is connected to a water pump.
本发明相对于现有技术,具有如下优点之处:Compared with the prior art, the invention has the following advantages:
由于所述生物滤床从上至下依次包括布水层、好氧层、兼氧层、厌氧层和集水层,所述布水层设置有沿水平方向分散布置的布水管道,所述布水管道上设置有多个布水孔,多个布水孔沿水平方向分散布置,所有分散布置的布水管道和布水孔可以共同在好氧层上方形成散布较为均匀的出水口,待处理的废水通过布水管道从布水管道流出后,产生了分布较为均匀的水流,水流在重力作用下流经各个层,从而确保微生物好氧、兼氧、厌氧反应能够充分进行,最终可以通过集水层收集达标废水。由此看出,该用于处理废水的生物滤床能够避免或至少缓解微生物在反应的过程中易出现过饱以及未反应的问题、高效地处理废水,尤其适用于处理畜禽养殖废水,此外,所处理废水通过重力作用由上而下通过滤床,无需其他设备,因此该生物滤床运行操作简单。Since the biological filter bed comprises, in order from top to bottom, a water distribution layer, an aerobic layer, a facultative layer, an anaerobic layer and a water collecting layer, the water distribution layer is provided with a water distribution pipe dispersedly arranged in a horizontal direction. The water distribution pipe is provided with a plurality of water distribution holes, and a plurality of water distribution holes are arranged in a horizontal direction, and all the distributed water distribution pipes and the water distribution holes can form a water distribution port which is evenly distributed above the aerobic layer. After the treated wastewater flows out of the water distribution pipe through the water distribution pipe, a relatively uniform distribution of water flow is generated, and the water flow flows through each layer under the action of gravity, thereby ensuring that the aerobic, anaerobic and anaerobic reactions of the microorganism can be fully carried out, and finally can be passed. The water collecting layer collects the standard wastewater. It can be seen that the biological filter bed for treating wastewater can avoid or at least alleviate the problem that microorganisms are prone to over-saturation and unreacting during the reaction process, and efficiently treat wastewater, and is particularly suitable for treating livestock and poultry breeding wastewater. The treated wastewater passes through the filter bed from top to bottom by gravity, and no other equipment is needed, so the biological filter bed is easy to operate.
本发明的其它特征和优点将在随后的具体实施方式部分予以详细说明。Other features and advantages of the invention will be described in detail in the detailed description which follows.
附图说明DRAWINGS
为了更清楚地说明本发明具体实施方式或现有技术中的技术方案,下面将对具体实施方式或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图是本发明的一些实施方式,对于本领域普通技术人员来 讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the specific embodiments of the present invention or the technical solutions in the prior art, the drawings to be used in the specific embodiments or the description of the prior art will be briefly described below, and obviously, the attached in the following description The figures are some embodiments of the invention, which will be apparent to those of ordinary skill in the art In other words, other drawings can be obtained from these drawings without any creative work.
图1是根据本发明的实施方式的用于处理废水的生物滤床的剖面图。1 is a cross-sectional view of a biofilter bed for treating wastewater in accordance with an embodiment of the present invention.
图2是根据本发明的第一种实施方式的布水管道的示意图。2 is a schematic view of a water distribution pipe according to a first embodiment of the present invention.
图3是根据本发明的第二种实施方式的布水管道的示意图。Figure 3 is a schematic illustration of a water distribution conduit in accordance with a second embodiment of the present invention.
附图标记说明Description of the reference numerals
1布水层        2好氧层1 cloth water layer 2 aerobic layer
3兼氧层        4厌氧层3 facultative layer 4 anaerobic layer
5集水层        6布水主管5 water level 6 water supervisor
7布水支管       8水管7 water branch pipe 8 water pipe
9曝气管         10集水管9 aeration pipe 10 water collection pipe
21好氧粗粒料    31兼氧粗粒料21 aerobic coarse pellets 31 anaerobic coarse pellets
41厌氧细料41 anaerobic fines
具体实施方式detailed description
以下结合附图对本发明的具体实施方式进行详细说明。应当理解的是,此处所描述的具体实施方式仅用于说明和解释本发明,并不用于限制本发明。The specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings. It is to be understood that the specific embodiments described herein are merely illustrative and not restrictive.
参见图1,本发明提供一种用于处理废水的生物滤床,其中,生物滤床从上至下依次包括布水层1、好氧层2、兼氧层3、厌氧层4和集水层5,布水层1设置有沿水平方向分散布置的布水管道,布水管道上设置有多个布水孔,多个布水孔沿水平方向分散布置。这里,布水管道通常连接于水泵,待处理的废水(例如畜禽养殖废水)可以通过水泵抽入布水层1。Referring to Fig. 1, the present invention provides a biological filter bed for treating wastewater, wherein the biological filter bed includes a water distribution layer 1, an aerobic layer 2, a facultative oxygen layer 3, an anaerobic layer 4, and a set from top to bottom. The water layer 5 and the water distribution layer 1 are provided with a water distribution pipe which is arranged in a horizontal direction, and a plurality of water distribution holes are arranged on the water distribution pipe, and a plurality of water distribution holes are arranged in a horizontal direction. Here, the water distribution pipe is usually connected to the water pump, and the waste water to be treated (for example, livestock and poultry farming wastewater) can be pumped into the water distribution layer 1 by a water pump.
如上所述,由于所述生物滤床从上至下依次包括布水层1、好氧层2、兼氧层3、厌氧层4和集水层5,布水层1设置有沿水平方向分散布置的布水管道,布水管道上设置有多个布水孔,多个布水孔沿水平方向分散布置,所以分散布置的布水管道和布水孔可以共同在好氧层2上方形成散布较为均匀的出水口,待处理的废水通过布水管道从布水管道流出后,产生了分布较为均匀的水流,水流在重力作用下流经各个层,从而确保微生物好氧、兼氧、厌氧反应能够充分进行,最终可以通过集水层5中的集水管10收集达标废水。由此看 出,该用于处理废水的生物滤床能够避免或至少缓解微生物在反应的过程中易出现过饱和以及未反应的问题、高效地处理废水,尤其适用于处理畜禽养殖废水,此外,所处理废水通过重力作用由上而下通过滤床,无需其他设备,因此该生物滤床运行操作简单。As described above, since the biological filter bed includes the water distribution layer 1, the aerobic layer 2, the oxidizing layer 3, the anaerobic layer 4, and the water collecting layer 5 in order from top to bottom, the water layer 1 is disposed in the horizontal direction. The water distribution pipe is arranged in a distributed manner, and a plurality of water distribution holes are arranged on the water distribution pipe, and a plurality of water distribution holes are arranged in a horizontal direction, so that the distributed water distribution pipe and the water distribution hole can form a distribution on the aerobic layer 2 together. A relatively uniform water outlet, after the waste water to be treated flows out of the water distribution pipe through the water distribution pipe, a relatively uniform distribution of water flow is generated, and the water flow flows through each layer under the action of gravity, thereby ensuring microbial aerobic, anaerobic and anaerobic reactions. It can be fully carried out, and finally the standard wastewater can be collected through the water collecting pipe 10 in the water collecting layer 5. Look at it The biological filter bed for treating wastewater can avoid or at least alleviate the problem that microorganisms are prone to supersaturation and unreacting during the reaction process, and efficiently treat wastewater, and is particularly suitable for treating livestock and poultry breeding wastewater, and further, processed The wastewater passes through the filter bed from top to bottom by gravity, and no other equipment is required, so the biological filter bed is easy to operate.
其中,好氧层2具有好氧粗粒料21(好氧活性污泥等),兼氧层3具有兼氧粗粒料31(兼氧活性污泥等),厌氧层4具有厌氧细料41(厌氧活性污泥等)。Among them, the aerobic layer 2 has aerobic coarse pellets 21 (aerobic activated sludge, etc.), the oxyphilic layer 3 has anaerobic coarse pellets 31 (oxygen-activated sludge, etc.), and the anaerobic layer 4 has anaerobic fineness. Material 41 (anaerobic activated sludge, etc.).
参见图2,根据本发明的第一种实施方式,布水管道可以包括布水主管6,布水主管6连接有多根沿水平方向间隔设置的布水支管7,具体可以每隔1-2米左右设置一根布水支管7,各根布水支管7上设置有多个布水孔。Referring to FIG. 2, according to a first embodiment of the present invention, the water distribution pipe may include a water distribution main pipe 6, and the water distribution main pipe 6 is connected with a plurality of water distribution pipe pipes 7 which are arranged at intervals in the horizontal direction, and may be every 1-2 A water distribution pipe 7 is disposed around the meter, and a plurality of water distribution holes are provided in each of the water distribution pipes 7.
为了使待处理的废水通过布水管道从布水管道流出后,产生分布完全均匀的水流,可以将所有相邻的两根布水支管7之间的间距设计成相等,将各根布水支管7上的所有相邻的两个布水孔之间的间距设计成相等。In order to make the wastewater to be treated flow out of the water distribution pipe through the water distribution pipe, a completely uniform distribution of the water flow is generated, and the spacing between all the adjacent two water distribution pipes 7 can be designed to be equal, and each water distribution pipe The spacing between all adjacent two water holes on 7 is designed to be equal.
参见图3,根据本发明的第二种实施方式,布水管道可以包括多次弯折且间隔的水管8。Referring to Figure 3, in accordance with a second embodiment of the present invention, the water distribution conduit may include a plurality of water pipes 8 that are bent and spaced apart.
当然,本发明的布水管道的分散布置形式并不局限于上述第一种和第二种实施方式,只要布水管道能够实现较为均匀布水的效果,不管采用了何种分散布置形式,都将落入本发明的保护范围。Of course, the distributed arrangement of the water distribution pipe of the present invention is not limited to the first and second embodiments described above, as long as the water distribution pipe can achieve a more uniform water distribution effect, regardless of the dispersion arrangement. It will fall within the scope of protection of the present invention.
此外,为了保证填料(好氧粗粒料21等)中的微生物保持最优状态,使得反应达到最佳效果,好氧层2和兼氧层3设置有布气管道,分别是好氧层布气管道和兼氧层布气管道。In addition, in order to ensure that the microorganisms in the filler (aerobic coarse granules 21, etc.) are kept in an optimal state, the reaction is optimally achieved, and the aerobic layer 2 and the facultative layer 3 are provided with a gas distribution pipe, which is an aerobic layer cloth, respectively. Gas pipelines and gas-conducting pipelines.
优选地,布气管道包括在水平方向上布置的多根曝气管9,每一根曝气管9上都设置有多个间隔的曝气孔(曝气孔可以形成在曝气头上),具体地,可以每隔10-30cm设置一个曝气孔)。当然,多根曝气管9中,在水平方向上所有两根相邻的曝气管9之间的间距可以设计成相等,各根曝气管9上的所有相邻的两个曝气孔之间的间距可以设计成相等,从而实现完全均匀地布气。Preferably, the gas distribution pipe comprises a plurality of aeration pipes 9 arranged in a horizontal direction, and each of the aeration pipes 9 is provided with a plurality of spaced aeration holes (the aeration holes may be formed on the aeration head), specifically Ground, an aeration hole can be set every 10-30cm). Of course, in a plurality of aeration tubes 9, the spacing between all two adjacent aeration tubes 9 in the horizontal direction can be designed to be equal, and all adjacent two aeration holes on each aeration tube 9 The spacing between the two can be designed to be equal, so that a completely uniform air distribution is achieved.
此外,布水层1、好氧层2、兼氧层3、厌氧层4和集水层5中的每相邻的两层之间设置有碎石层,以减少不同反应层的填料相互干扰。In addition, a gravel layer is disposed between each adjacent layer of the water layer 1, the aerobic layer 2, the oxine layer 3, the anaerobic layer 4, and the water collecting layer 5 to reduce the mutual filler of the different reaction layers. interference.
显然,上述实施方式仅仅是为清楚地说明所作的举例,而并非对实施方式的限定。对于所属领域的普通技术人员来说,在上述说明的基础上还 可以做出其它不同形式的变化或变动。这里无需也无法对所有的实施方式予以穷举。而由此所引伸出的显而易见的变化或变动仍处于本发明创造的保护范围之中。 It is apparent that the above-described embodiments are merely illustrative of the examples, and are not intended to limit the embodiments. For those of ordinary skill in the art, based on the above description Other different forms of changes or changes can be made. There is no need and no way to exhaust all of the implementations. Obvious changes or variations resulting therefrom are still within the scope of the invention.

Claims (10)

  1. 一种用于处理废水的生物滤床,其特征在于,所述生物滤床从上至下依次包括布水层(1)、好氧层(2)、兼氧层(3)、厌氧层(4)和集水层(5),所述布水层(1)设置有沿水平方向分散布置的布水管道,所述布水管道上设置有多个布水孔,多个布水孔沿水平方向分散布置。A biological filter bed for treating wastewater, characterized in that the biological filter bed comprises a water layer (1), an aerobic layer (2), a facultative layer (3) and an anaerobic layer in order from top to bottom. (4) and a water collecting layer (5), the cloth water layer (1) is provided with a water distribution pipe dispersedly arranged in a horizontal direction, the cloth water pipe is provided with a plurality of water distribution holes, and a plurality of water distribution holes Disperse in the horizontal direction.
  2. 根据权利要求1所述的用于处理废水的生物滤床,其特征在于,所述布水管道包括布水主管(6),所述布水主管(6)连接有多根沿水平方向间隔设置的布水支管(7),各根布水支管(7)上设置有多个布水孔。The biological filter bed for treating wastewater according to claim 1, wherein the water distribution pipe comprises a water distribution main pipe (6), and the distribution water main pipe (6) is connected with a plurality of horizontally spaced intervals. The water distribution pipe (7) and the water distribution pipe (7) are provided with a plurality of water distribution holes.
  3. 根据权利要求2所述的用于处理废水的生物滤床,其特征在于,所有相邻的两根所述布水支管(7)之间的间距相等。A biological filter bed for treating wastewater according to claim 2, characterized in that the spacing between all two adjacent said water branch pipes (7) is equal.
  4. 根据权利要求2所述的用于处理废水的生物滤床,其特征在于,各根布水支管(7)上的所有相邻的两个布水孔之间的间距相等。A biological filter bed for treating wastewater according to claim 2, characterized in that the spacing between all adjacent two water holes on each of the water branch pipes (7) is equal.
  5. 根据权利要求1所述的用于处理废水的生物滤床,其特征在于,所述布水管道包括多次弯折且间隔的水管(8)。A biological filter bed for treating wastewater according to claim 1, wherein the water distribution pipe comprises a plurality of bent and spaced water pipes (8).
  6. 根据权利要求1至5中任意一项所述的用于处理废水的生物滤床,其特征在于,所述好氧层(2)和兼氧层(3)分别设置有布气管道。The biological filter bed for treating wastewater according to any one of claims 1 to 5, characterized in that the aerobic layer (2) and the oxygenation layer (3) are respectively provided with a gas distribution duct.
  7. 根据权利要求6所述的用于处理废水的生物滤床,其特征在于,所述布气管道包括在水平方向上布置的多根曝气管(9),每一根所述曝气管(9)上都设置有多个间隔的曝气孔。The biological filter bed for treating wastewater according to claim 6, wherein the gas distribution duct comprises a plurality of aeration tubes (9) arranged in a horizontal direction, and each of the aeration tubes ( 9) A plurality of spaced aeration holes are provided on the upper side.
  8. 根据权利要求1至5中任意一项所述的用于处理废水的生物滤床,其特征在于,所述布水层(1)、好氧层(2)、兼氧层(3)、厌氧层(4)和集水层(5)中的每相邻的两层之间设置有碎石层。A biological filter bed for treating wastewater according to any one of claims 1 to 5, characterized in that the aqueous layer (1), the aerobic layer (2), the facultative layer (3), and the anaerobic layer A gravel layer is disposed between each of the adjacent layers in the oxygen layer (4) and the water collecting layer (5).
  9. 根据权利要求1至5中任意一项所述的用于处理废水的生物滤床,其特征在于,所述好氧层(2)具有好氧粗粒料(21),所述兼氧层(3)具有兼氧粗粒料(31),所述厌氧层(4)具有厌氧细料(41)。A biological filter bed for treating wastewater according to any one of claims 1 to 5, characterized in that the aerobic layer (2) has aerobic coarse aggregates (21), the facultative layer ( 3) having anaerobic coarse granules (31) having anaerobic fines (41).
  10. 根据权利要求1至5中任意一项所述的用于处理废水的生物滤床,其特征在于,所述布水管道连接于水泵。 A biological filter bed for treating wastewater according to any one of claims 1 to 5, wherein the water distribution pipe is connected to a water pump.
PCT/CN2017/077053 2016-11-07 2017-03-17 Biological filter bed used for treating wastewater WO2018082238A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201610975990.XA CN106379996A (en) 2016-11-07 2016-11-07 Bio-filter used for treating wastewater
CN201610975990.X 2016-11-07

Publications (1)

Publication Number Publication Date
WO2018082238A1 true WO2018082238A1 (en) 2018-05-11

Family

ID=57957291

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2017/077053 WO2018082238A1 (en) 2016-11-07 2017-03-17 Biological filter bed used for treating wastewater

Country Status (2)

Country Link
CN (1) CN106379996A (en)
WO (1) WO2018082238A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109761359A (en) * 2018-10-09 2019-05-17 佛山市碧沃丰生物科技股份有限公司 A kind of sewage disposal system
CN112174303A (en) * 2020-11-02 2021-01-05 安徽普氏生态环境工程有限公司 Aeration device in biological aerated filter
CN112358031A (en) * 2020-09-28 2021-02-12 安徽普氏生态环境工程有限公司 Water and gas distribution structure of biological filter

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106379996A (en) * 2016-11-07 2017-02-08 平潭盖亚环保科技有限公司 Bio-filter used for treating wastewater
CN107098473B (en) * 2017-06-30 2023-03-14 中南大学 High-efficient microbial community integration denitrification device based on mineralized filler
CN110723820B (en) * 2019-12-10 2024-05-28 倪佳佳 Combined ecological filter bed capable of operating in multiple stages in series
CN111170561A (en) * 2020-01-09 2020-05-19 江西盖亚环保科技有限公司 Unpowered treatment device for domestic sewage of scattered households
CN115583742A (en) * 2022-09-23 2023-01-10 江西盖亚环保科技有限公司 Landfill leachate concentrated solution treatment method

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19806938A1 (en) * 1998-02-19 1999-08-26 Philipp Mueller Gmbh Stationary bed reactor for denitrification of water, used in sewage works with biological unit
CN101362624A (en) * 2008-07-10 2009-02-11 昆明理工大学 Dispersive high-efficiency purification treatment equipment of sewage
CN101870519A (en) * 2010-05-06 2010-10-27 同济大学 Nitrogen and phosphorus removal bio-trickling filter by artificially strengthening natural ventilation
CN104192985A (en) * 2014-09-19 2014-12-10 山东省农业科学院农业资源与环境研究所 Backwash-free water distribution system for biological filter and control method thereof
CN104528939A (en) * 2015-01-08 2015-04-22 北京大学 Device and method for restoring polluted water source through multi-media bio-filter
CN205556131U (en) * 2016-04-22 2016-09-07 山东省环境保护科学研究设计院 Water -locator for sewage treatment
CN106379996A (en) * 2016-11-07 2017-02-08 平潭盖亚环保科技有限公司 Bio-filter used for treating wastewater
CN206156856U (en) * 2016-11-07 2017-05-10 江西盖亚环保科技有限公司 A biological filter for handling waste water

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19806938A1 (en) * 1998-02-19 1999-08-26 Philipp Mueller Gmbh Stationary bed reactor for denitrification of water, used in sewage works with biological unit
CN101362624A (en) * 2008-07-10 2009-02-11 昆明理工大学 Dispersive high-efficiency purification treatment equipment of sewage
CN101870519A (en) * 2010-05-06 2010-10-27 同济大学 Nitrogen and phosphorus removal bio-trickling filter by artificially strengthening natural ventilation
CN104192985A (en) * 2014-09-19 2014-12-10 山东省农业科学院农业资源与环境研究所 Backwash-free water distribution system for biological filter and control method thereof
CN104528939A (en) * 2015-01-08 2015-04-22 北京大学 Device and method for restoring polluted water source through multi-media bio-filter
CN205556131U (en) * 2016-04-22 2016-09-07 山东省环境保护科学研究设计院 Water -locator for sewage treatment
CN106379996A (en) * 2016-11-07 2017-02-08 平潭盖亚环保科技有限公司 Bio-filter used for treating wastewater
CN206156856U (en) * 2016-11-07 2017-05-10 江西盖亚环保科技有限公司 A biological filter for handling waste water

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109761359A (en) * 2018-10-09 2019-05-17 佛山市碧沃丰生物科技股份有限公司 A kind of sewage disposal system
CN109761359B (en) * 2018-10-09 2023-11-17 碧沃丰生物科技(广东)股份有限公司 Sewage treatment system
CN112358031A (en) * 2020-09-28 2021-02-12 安徽普氏生态环境工程有限公司 Water and gas distribution structure of biological filter
CN112358031B (en) * 2020-09-28 2023-10-03 安徽普氏生态环境有限公司 Water and gas distribution structure of biological filter
CN112174303A (en) * 2020-11-02 2021-01-05 安徽普氏生态环境工程有限公司 Aeration device in biological aerated filter

Also Published As

Publication number Publication date
CN106379996A (en) 2017-02-08

Similar Documents

Publication Publication Date Title
WO2018082238A1 (en) Biological filter bed used for treating wastewater
CN104098232B (en) A kind of assembled aerobic-anaerobic artificial wet land system
CN103395874A (en) Improved structure of deflection type internal circulation biomembrane reactor
CN103304027B (en) Hybrid anaerobic sludge filter bed
CN103435152B (en) A kind of mixed filler layer anaerobic ammonia oxidation bioreactor
CN115304219A (en) Integrated equipment and method suitable for rural sewage treatment
CN110845008A (en) Bioreactor for treating high-salt organic wastewater based on composite salt-tolerant strains
CN204625305U (en) Sewage disposal microorganism reactor
CN104891729B (en) Sewage plant tail water advanced treatment apparatus and technology thereof
CN201648097U (en) Aeration biofilter
CN104118941B (en) A kind of high-efficient denitrification and dephosphorization constructed wetland device
CN206156856U (en) A biological filter for handling waste water
CN206109046U (en) A water distribution system for anaerobic reactor
WO2023019702A1 (en) Method and device for combined treatment of waste water and waste gas
CN104016543A (en) Sewage treatment system
CN211004746U (en) Drainage pipeline with built-in biofilm-culturing filler
CN104085993A (en) Artificial wetland device
CN208532366U (en) A kind of deflector type cloth water reactor
CN204058166U (en) A kind of Sewage treatment systems
CN104086055A (en) Assembly type sewage treatment device
CN205773590U (en) A kind of novel bioactive charcoal device
CN204661391U (en) A kind of sewage purification bionic filler bed apparatus
CN104230116A (en) Wastewater treatment equipment and treatment method
CN216155713U (en) Modular bottom sediment in-situ repair functional blanket and bottom sediment in-situ repair system
KR101664129B1 (en) Bio-ceramic filtration equipment for discharge water post-cleaning of water treatment facility

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 17868252

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 17868252

Country of ref document: EP

Kind code of ref document: A1